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黄山市三阳坑小流域水土保持监测分析

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本文以安徽省黄山市歙县的三阳坑小流域为研究对象,采用趋势分析、相关性分析、回归分析等方法,对2008-2022 年降水、径流、泥沙数据进行深入分析.结果表明,径流量的年际变化与降水量同步,输沙量的年际变化幅度大于径流量;输沙量年内分配与径流量的年内分配过程基本一致,输沙量主要集中在主汛期 5-7 月;径流量与降水量、输沙量与径流量之间存在显著的正相关关系,输沙量不仅与径流量相关,且与洪峰流量大小相关;实施水土保持措施后,流域下垫面条件得到改善,输沙量降低,水土保持效益明显,但在高强度暴雨洪水影响下,水土保持措施效益大幅减弱.研究成果可为三阳坑以及河道性状相近的小流域水土流失治理和生态环境保护提供依据.
Monitoring and Analysis of Soil and Water Conservation in Huangshan Sanyangkeng Watershed
Taking the Sanyangkeng small watershed in Shexian County,Huangshan City,Anhui Province as the research object,and adopting methods such as trend analysis,correlation analysis,and regression analysis,this paper conducts an in-depth analysis of precipitation,runoff,and sediment data from 2008 to 2022.The results show that the interannual variation of runoff is synchronous with precipitation,and the interannual variation amplitude of sediment transport is greater than that of runoff.The intra-annual distribution of sediment transport is basically consistent with the intra-annual distribution process of runoff,with sediment transport mainly concentrated in the main flood season from May to July.There is a significant positive correlation between runoff and precipitation,as well as between sediment transport and runoff.Sediment transport is not only related to runoff,but also related to the magnitude of peak flow.After implementing soil and water conservation measures,the underlying surface conditions of the watershed have improved,sediment transport has decreased,and the water and soil conservation benefits are significant.However,under the impact of high-intensity rainstorms and floods,the benefits of water and soil conservation measures are greatly reduced.The research results can provide a basis for water and soil erosion control and ecological environment protection in Sanyangkeng and small watersheds with similar river characteristics.

precipitaitonrunoffsedimentcorrelationSanyangkeng small watershed

王康

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安徽省芜湖水文水资源局三口镇水文站,安徽 黄山 245700

降水 径流 泥沙 相关关系 三阳坑小流域

2025

水资源开发与管理
水利部沙棘开发管理中心

水资源开发与管理

影响因子:0.173
ISSN:1672-4836
年,卷(期):2025.11(1)